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CITY OF CARMEL
PERMIT RECEIPT
OPERATOR:
COPY #
llfiL
Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:142
PARCEL ID ........: ZSTP142
DATE ISSUED.......: 03/29/2007
RECEIPT #.........: 24623
REFERENCE ID # .... 07030148
SITE ADDRESS ...... 3443 BURLINGAME BLVD
SUBDIVISION ......: STANFORD PARK
CITY .............: WESTFIELD
IMPACT AREA ......:
OWNER. ...........: RYLAND HOMES
ADDRESS ..........: 9025 N. RIVER RD.
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240
RECEIVED FROM ....:
CONTRACTOR .......:
COMPANy.......... :
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
RH OF INDIANA, LP
LIC # RYLAHOM
RYLAND HOMES
9025 N RIVER RD #100
INDIANAPOLIS, IN 46240
(317) 846-4200
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW'BAL
---------- ------------- ---------- ---------- ~--------- ---------- ----------
IRESELEMTR FLAT RATE 1. 00 55.50 0.00 55.50 0.00
IRESFINAL FLAT RATE 1. 00 55.50 0.00 55.50 0.00
IRESFTSLB FLAT RATE 1. 00 55.50 0.00 55.50 0.00
IRESFTSLB+ FLAT RATE 1. 00 55.50 0.00 55.50 ' 0.00
IRESROUGH FLAT RATE 1. 00 55.50 0.00 55.50 0.00
PRIF FLAT RATE 1. 00 1261.00 0.00 1261.00 ,0.00
RESC/O FLAT RATE 1. 00 53.50 0.00 53.50 0.00
RESSINGLE SQUARE FEET 4,186.00 807.60 0.00 807.60 0.00
---------- ---------- ---------- ----------
TOTAL PERMIT : 2399.60 0.00 2399.60 0.00
METHOD OF PAYMENT
AMOUNT
NUMBER
CHECK
TOTAL RECEIPT :
2399.60
12878
--~---------
------------
2399.60
CITY OF CARMEL / CLAY TOWNSHIP
IMPROVEMENT LOCATION PERMIT APPLICATION
For: Residential New Structures, Additions, Remodels, & Accessory Buildings
Permit #: 0703014~
Date: 03/29/2007 r
PARCEL ID #: ZSTP142
LOT & SUBDIVISION: 142 STANFORD PARK
ADDRESS OF CONSTRUCTION: 3443 BURLINGAME BLVD
Township?: 18 Zoning: R2/ROSO
PROPERTY OWNER INFORMATION:
Name: RYLAND HOMES
Ph. #: 3178464200 Fax #: 3178464224
Street Address: 9025 N. RIVER RD. INDIANAPOLIS, IN 46240
WESTFIELD, IN 46074
Flood Zone: N
Lot Split: N
CONTRACTOR INFORMATION:
Name: RYLAND HOMES
Ph. #: (317) 846-4200 Fax #:
Street Address: 9025 N RIVER RD #100
Plumber's Name: EARL GRAY (& SONS)
Codes for Project: IRC
(317) 846-4224 Email: MENGLAND@RYLAND.COM
INDIANAPOLIS, IN 46240
PERMIT TYPE: RESSINGLE
RESIDENTIAL SINGLE FAMILY DWEL
Water Service by: CARMEL
Sewer Service by: CTRWD
Foundation Type: BSMT
Manufactured Trusses: Y
Porch: Y
Square Footage: 4186
Model Home:
County Well Permit #:
County Septic Permit #:
Estimated Cost of Construction: $230000
Sump Pump: Y
Deck:
Early Release ILP: N
Special Notes/Conditions:
LOT#142 STANFORD PARK, SINGLE FAMILY HOME
. NO NOTES'
This permit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All constru"ction
must be completed (ClO issued) within two (2) years ofrhe issuance date.
I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures
requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel Indiana -1993"
(Z-289) and amendments, adopted under authority of I.e. 36-7 et seq, Genera! Assembly of the State of Indiana, and all Acts amendatory thereto. ] further certify
that only kitchen, bath, and floor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a
CertHicate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana.
APPLICANT NAME: TONJA
FEES:
RES ELECTRICAUMETERB.
RES FINAL 55.50
RES FOOTING & UNDRSLB
2ND REQ'D FOOT/UNDSLAB
RES ROUGH-IN
PARK & REC. IMPACT FEE
RESIDENTIAL C/O
SINGLE FAMILY DWELLING
GROCE
55.50
55.50
55.50
55.50
1261.00
53.50
807.60
Item
1 of
CITY OF CARMEL
PERMIT RECEIPT
1
OPERATOR:
COPY #
plux '
1~
Sec:20 Twp:18 Rng:3 Sub:STP Blk:2A Lot:142
PARCEL ID .... ....: ZSTP142
DATE ISSUED.......: 03/21/2007
RECEIPT #.. . . . . . . .: 24557
REFERENCE ID # ...: 07030147
SITE ADDRESS...... 3443 BURLINGAME BLVD
SUBDIVISION ......: STANFORD PARK
CITY .............: WESTFIELD
IMPACT AREA ......:
OWNER......... ...: RYLAND HOMES
ADDRESS. . . . . . . . . .: 9025 N. RIVER RD.
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240
RECEIVED FROM ....:
CONTRACTOR....... :
COMPANy.... ......:
ADDRESS.......... :
CITY/STATE/ZIP ...:
TELEPHONE... ......
RH OF INDIANA LP
LIC # XA-ISUP
A-I SUPERIOR EXCAVATING
3143 ROSEWAY DR
INDIANAPOLIS, IN 46226
(317) 898-0767
1. 00
0.00
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW:BAL
0.00
USFWATCONN FLAT RATE
TOTAL PERMIT :
METHOD OF PAYMENT
1310.00
AMOUNT
1310.00
NUMBER
0.00
CHECK
TOTAL RECEIPT :
1310.00
12810
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------------
1310.00
1310.00
1310.00
0.00
CITY OF CARMEL / CLAY TOWNSHIP
WATER / SEWER PERMIT / RECEIPT
Permit #: 07030147
Date: 03/21/2007
PARCEL 10 #: ZSTP142
LOT & SUBDIVISION: 142 STANFORD PARK
ADDRESS OF CONSTRUCTION: 3443 BURLINGAME BLVD WESTFIELD, IN 46074
PAYMENT RECEIVED FROM:
Name: RH OF INDIANA LP
CHECK#: 12810
EXCAVATOR INFORMATION:
Name: A-1 SUPERIOR EXCAVATING
Ph. #: (317) 898-0767 Fax #:
Street Address: 3143 ROSEWAY DR
Bond Expiration:
Email:
INDIANAPOLIS, IN 46226
PERMIT TYPE: USEWRWATR
SEWERlWATER PERMIT
Special Notes/Conditions:
LOT 142 STANFORD PARK, SEWERJWATER
. NO NOTES'
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The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, mcetin~
ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer
shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations s~all be
in strict compliance with pertinent City of Cannel ordinances. Back Water check valves shall be installed in accordance with City Code Se~tion
9-122(a), and sections P3008.l and .2 of the International Residential Code. All building sewers shall be 6" diameter.
All installations shall be "ooen trench" insoected and aODroved bv the Carmel Sewer DeDartment before any backfilline: is done. Non-
compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections.
No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. I
Sewer insoections should be requested at (317) 571-2648 one to four hours in advance. '
No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance.IAlI
plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street
mll...t he CI1L a ...erlurate street cut l1ennit shall he ohtaincrl. I
I
APPLICANT NAME: TONJA
GROCE
of=> CVYrl ~
PAYMENT RECEIVED BY:
FEES:
$1,310.00
Regional Waste District
SF Residential
688572007
SANITARY SEWER PERMIT
INDIVIDUAL LOT I EXISTING BUILDINGS
Permit Type Final
Lift Station 23 126th Street Station
Treatment Plant MIX
Subdivision Stanford Park
Builder Ryland Homes
2A
Lot Number 142
Address Number 3443
Street Burlingame Blvd
City Westfield
Zip Code 46074
County Hamilton
Interceptor Fee--
EDU Fee
Application Fee
Fees Due
Invoice Number
- -I
Parcel Acreage
Employees
Square Footage
$1,650.00
$100.00
$1,750.00
PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste
District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during
"open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains,
or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District
will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals
which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) w(1I be
responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids
and the like; caused by construction activity on the building site which is the subject of this permit. I
Inspections by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200
24 hours in advance. All new construction will be placed on billing six months after connection has been made 01' when
water IS connected, whichever comes first. .
Up SFP-740 SFPl-73S Down
I
Thebuilding has a: Grease Trap No Slab Foundation No Lid Elevation 915.63 ft 915.79 ft
I
Grit Interceptor No Crawl Space No First Floor Elevation 917.70 ft 917.70 ft
Grinder Station No Basement Yes Basement Elevation 908.70 ft 908.70 ft
Calculation is based ~n both Manhole Lid Elevations and the elevation of the First Floor L--.~~2:07'r-~---1~9i1
Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump
~ Installed .
The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been mad~.
Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. j
Conditional Permit Terms: I
Plans Submitted No Two sets of plans showing at least one sanitary manhole and top of casting elevation
No Connection No NO CONNECTION to the sewer until further notification. I
Certificate of Insurance No Certificate of Insurance must be on file with CTRWD listed as certificate holder. I
48 hours notice before work starts on manhole core drilling or. cuts of active lines
All Dislricl fees will be paid in full.
Builder I Owner Signature
Inspection Notice No
Fees Paid No
Plan Review No
Other Permits No
No Occupancy No
Fats, Oils & Grease No
Manhole Core
Approval pending Districts review of plans.
Copies of approved permits from appropriate county or city agencies
No occupancy until further notification
Fats, Oils and Grease Facilities will abide by District st~ndards
Printed Name
Permit Date 3/20/2007
t , lrector of Administration & Customer Service
Revised 2/28/07
Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink.
~~.
Schleider
The Schneid13r Corporation
8901 Otis Avenue
Hidorlc Forl Harrison
In-tlanapollil, Indiana 46216-1037
317-826-7100
317-828-7200 FAX
Enoin...-lng
Suneyln&
Landscape ArclUteeture
GIS -US
G<oIOV
This Plot Plon Prepared for. R.H. of Indiana
Lot # 142 , containing 7,800 S.F.:t', in
Stanford Park
Section I 2A
INSlR. I 200600014565
, PC 4, Slide 42
'Clay Twp, HamDton County
,Sec 29, TI8N, R3E
,3443 Burlingame Boulevord (50'R/W)
~A Germel. IN 46074
Prepared Date: 03/14/07: By: AMA
Proposed Buyer(s): 5ontosh-Pandey
Plot Plan legend
[]QM] Praposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-If - Storm Sewer Lines
- IJ - Woter Service lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Stonn)
. Beehive Inlet (Storm)
iIIlI Curb Inlet (Storm)
o End Section (Stonn)
.... Fire Hydrant
- 0 0 0 - 0 0 0 - Flow line of awele
Building Line (BL / BSL)
-- - - - - - - Easement line
Community Restrictions:
Side Yard =3' min.
Rear Yard -= N/^
Aggregate = 6 (S.H.)
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 915.80
Downstream Manhole, TC=915.79
per pian.
. RH. of Indiana
,Finished Floor Elevation Information
:pad Grade = 915.5 per pian
,Pad Grade + 0.7' = Garage FFE (916.2)
.' 'G~rage FFE + 1.5' = Residential FFE (917.7)
"Residential m - 9.0' = Basement FFE (908.7)
I
, ., Note : The garage finished floor elevation
'.Is 2.0' obove the curb ot the drive, per pion.
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sonitry sewer and water line laterols.
. Ground Cover Calculations:
. Drive = 513 SFt
"Public Walk =244 SFt
Private Walk = 70 SF t
Hydraseeding = 2,541 SFt
Sod = 343 Syt, from
Reor of residence,
Optional Sod Package
Hydroseeding = 975 SF t
Add!. Sod Pkg.= 174 SYt, to
Rear easement. ---- -
1C=914.oo
PER PLAN
BURUNGAME BOULEVARD
II
C=914.oo
PER PLAN
APRON
~ 914.6
sm. I 7JS '5' ,G.B.l.
TC=91S.79 !2.5 B.l.
PER PlAN
'0
o
o
N
S' WAlJ(
.
914.
J6.0'
26.0'
20' D.U.&S.
22.5' B.
- -=-r-::..
--j 25:C
I
16.0'
8-5.0'
o
N
20.08 r->
1l,J.62 I
!'5TWOCAR ~I
8_ GARAGE i
-I
4.00'1
I
I
1
I
I
soo
- 16.0'
OIJ.6J'
SUUP
PUUP
BSllNT
soo
~
~
'"
l<( HARRISON A
FRU&USY
RE~OENCE
<I{).OO'
'"
t:.
1914.8 I
I ~-
'"
I '"
'"
J9.6' 1915.0 I 1
_ _ JU~ _Of'nON~Soo PACKAGE
15' O.E.
65.00'
'"
'"
'"
'"
1914.8 I
EXISnNG LAKE fJ
N.P. ELIV=908.80
100 YR ELIV.=912.74
This drawing is not intended to be presented
os a retracement or original boundary survey,
o route survey, or 0 Surveyor Location
~9~,",azard Statement: The accuracy of any flood hazard data shown on this report is 5ubjecllo
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the within described land DOES NOT LIE within lhat special flood hazard
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel.
Indiana (maps dated February 19. 2003).
SIGNATURE :
DATE:
SIGNATURE REPRESENTS CONnRUA nON OF RECEIPT OF PLOT PLAN BY CUSHlt.lER.
Note:
This drawing is based on construction plans or
record drawings, and is not based upon a field
survey. The Schneider Corporation does not warrant
the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to
any construction. Any discrepancy found on this
drawing should be reported to The Schneider
Corporation immediately; failing to do so results in
the contractors assumption of all liability.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (35') pro~ded the side and rear )'Ords
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Lot # 142
D~'an af Ground/ St",m- Vb07 :0070085-
Water flow pattern for
iodividuallots. 0
~
=~=
o
I \ I 1
1\1[1
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Assumed North
Scale: I" = 30'
Note: Builder to ensure
positive drainage away
fram structure(s).
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
~
TYPICAL SWALE SECTION
.
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Note:
The basement elevation, depicted hereon, has been
determined and based on the pad grades end/Of
contours taken from the construction plans fOf this
subdivision. Unless stated, no information ci>out
fluctuating water tables, sol conditions, Of IsoJ t)pes
has been proYlded Of stated on sold plans.. This lot
Is tocated near a body of woter. lot Of soB
conditions may require that the basement floor
elevation be held 2 foot above normal pool, elevation.
Site investigation may be needed If water is
encountered during the excavation process :or if
other known water elevation or sols conditions are
presenl Investigation and any remedial proCedures Is
at the discretion of the buRder to determirie ond
take appropriate steps of action. If any lJ"oond water
is encountered during excavation the buRder Is
encouraged to contact The Schneider CorpOfation to
discuss possible courses of action.
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Note:
Sump pump(s) to be placed by
buDder as needed.
FLOOD HAZARD 5T A TEMENT
CERTlFICA TlON
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